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| 1 | Surface excavation averaging 15cm deep and n.exc 30cm deep and getting out in soft/loose soil complete all as specified and directed |
| 2 | Excavation over areas not exc 1.5m deep and getting out in hard/dense soil complete all as specified and as directed |
| 3 | Excavation in trenches and not exe. 1.5 m wide and not exe. 1.5 m in depth for foundation of drain, man hole , laying of UG cables etc. not exe. 10 Sq. m on plan and not exe. 1.5 m depth and getting out in soft / loose soil complete all as specified and directed. |
| 4 | All same as per item No 3 here-in-above but excavation in hard/dense soil -do - |
| 5 | Returning filling in trenches including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and directed. |
| 6 | Removing excavated surplus soil to a distance exceeding 250 mts but not exceeding 500 Mts and depositing where directed .at a level not exceeding 1.5 M above the starting point complete all as directed |
| 7 | M&L for anti-termite treatment to the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured) complete all as specified & as directed |
| 8 | M&L for anti-termite treatment to the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified & as directed |
| 9 | M&L for anti-termite treatment to the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified & as directed |
| 10 | M&L for anti-termite treatment to the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified & as directed |
| 11 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers not exc 15 cm thick spread, leveled and rammed including watering complete all as specified. |
| 12 | M & L for Hard core of broken hard stone or boulders of guage not exceeding 63 mm , deposited spread as subbase to inter locking tiles in layers n.exc 15cm thick , watered & well rammed to true surface complete all as specified and directed. |
| 13 | M & L for PCC 1 :4 : 8 type D2 using 40 mm graded crushed stone aggregate as in foundation filling mass concrete complete all as specified and directed. |
| 14 | M&L for PCC 1:2:4 type B0 using 12.5 mm graded crushed stone aggregate in padding to roof finished laid to required slope as ordered complete all as specified and directed |
| 15 | Providing precast ce- ment concrete Type C1 1:3 :6 using 20 mm graded crushed stone aggregate in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry),string courses, copings. kneelers, apex stones, pier caps, columns, posts , boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets,etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match Set in cement mortar 1:4 complete all as directed. |
| 16 | M&L for reinforced cement concrete M-25 (Design mix) using 20mm graded crushed stone aggregate in foundation , footings , foundation beams , plinth beams , base of columns etc complete all as directed. |
| 17 | All same as per item No 16 here-in-above but as in columns, pillars, piers, posts, struts and the like -do - |
| 18 | All same as per item No 16 here-in-above but as in Beams, cantilevers, bressummers, lintels over 1.5m span etc -do- |
| 19 | All same as per item No 16 here-in-above but as in slabs supported on walls etc -do- |
| 20 | All same as per item No 16 here-in-above but as in chajjas -do- Note for item No 16 to 20 :- Reinforcement & formwork shall be measured and paid for separately |
| 21 | Supply only Integral Water Proofing Compound (ISI Marked) of Make : CICO, Acco Proof, Impermo, Aqua flex as approved. |
| 22 | M&L for brick work with old size factory moulded Fly Ash bricks having minimum compressive strength of 7.5 N/Sqmm, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:4 complete all as specified. |
| 23 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished flat surfaces of concrete |
| 24 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions, square, rectangular or polygonal for rough finished flat surfaces of concrete |
| 25 | Formwork to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete. |
| 26 | Form work to rough finished surface of sides and soffits of suspended slabs such as roof slabs, floor slabs, landings, chajjas and similar work; not exceeding 200mm thick (Horizontal or sloping) |
| 27 | Formwork to flat surfaces of chajjas, chullah hoods, troughs and similar items including edges for rough finished surfaces. Please Enable Macros to View BoQ information |
| 28 | Formwork to flat surfaces of chajjas, chullah hoods, troughs and similar items including edges for rough finished surfaces. Please Enable Macros to View BoQ information |
